Conducting Initial Pile Load Tests for Administrative Complex, New CAP building and LINAC Facility near Field House Gamma Field at North Site, BARC, Trombay Mumbai.

From 0.00 to 1.50 m depth from Average Ground Level

Providing and laying in position cement concrete of 1:3:6 (1cement, 3 crushed sand, 6 graded stone aggregate of maximum size 20 mm) including consolidation, finishing, curing etc. complete as per specificationsand drawings but excluding the cost of Form work shuttering, centering complete at all levels. Note : Minimum Cement Content should be as per the latest revision of the relevant IS Code.

Extra over for supplying RCC/PCC Using Ready Mix Concrete from outside project area including transporting and pumping from approved batching plants.

Providing Reinforcement Steel for reinforced cement concrete at all levels including supplying, preparation of bar bending schedules, cutting, bending, transporting, fixing, tieing in position with PVC coated G.I binding wire, all labour charges, cost of cover blocks in specified grade of concrete etc. complete as per specifications and drawings. Steel supplied by the contractor. Using TMT bars of Fe-500D/550D grade of all sizes .TMT bars to be supplied by the contractor shall conform to IS – 1786 (Latest edition) and BARC specification Note: 1) The contractor shall supply documentary evidence of purchase of steel, Test certificate from approved manufacturers and also testing third party from approved laboratories without any extra cost. 2) Binding wire required for the work will have to be supplied by the contractor at their own cost and will not be measured for payment. 3) Cover blocks shall be of same grade of concrete.

Lead charges for Soil lead Exceeding 2 KM but not exceeding 3 KM, by mechanical transport including loading, unloading, stacking / levelling etc. Note: The rate is applicable for NET Quantity arrived at after making deduction for voids @ 20% in respect of soil from corresponding STACK /TRUCK Measurement.

Part of pile in fill and all kinds of soils including hard murrum with gravel, soft rock and occassional hard/weathered rock & boulders For 600 mm dia piles (M 40 Grade Concrete).

Part of pile in hard / weathered rock For 600 mm dia. Piles (M 40 Grade Concrete).

Empty boring, to be measured from working ground level to cut-off level of 600 mm dia. piles Note:The rate shall include (1) the cost of concrete of M40 grade from 600mm above cut-off level upto working ground level/casing top considering overflow for visual inspection, before tetermination of casting of the pile. (2) cutting/breaking of piles from overflow concrete top upto 600mm above cut-off level.

Conducting Initial load testing of piles in accordance with the latest version of IS:2911 (PART IV) including transporting , mobilisation, erection, commissioning all necessary plant, equipment and removal of same after completion as required & directed by Engineer-in-Charge. The scope of work includes installation of loading platform (including construction of anchor piles or kenteledge load) and preparation of pile head or construction of Test cap and dismantling of test cap after test and removal of same after completion as required etc. complete as per specification & as directed by the Engineer-in-Charge at site. Note: Detailed test report to be submitted by the contractor.

Vertical Load Test for 600 dia piles - with Analytically calculated Safe Vertical Load capacity = 140 MT, Test Load = 350 MT).

Lateral Load Test for 600 mm dia piles (Test load = 90 MT)

Pullout Load Test for 600 mm dia piles(Test Load = 210 MT)

Supplying man power along with necessary Tools and Tackels, minimum two number of labour per day upto maximum any number of labour as and when required, decided by Engineer-in-Charge to work for eight hours per day or monsoon period to carry out departmental work allotted by Project Engineer.